Beam Finite Element Including Shear Lag Effect of Extra-Wide Concrete Box Girders

Guangpan Zhou, Aiqun Li, Jianhui Li, Maojun Duan, B F Spencer, Li Zhu

Research output: Contribution to journalArticle

Abstract

The paper presents a new formulation of a beam finite element for the time-dependent analysis of self-anchored suspension bridges, considering the shear lag in a multicell concrete box girder. The beam kinematics are deduced using a displacement-based approach. Warping of the girder section is captured with a warping intensity function representing the warping magnitude along the girder axis and a series of segmental shape functions describing the warping shape of the asymmetrical multicell box section, which is deduced based on shear flow transmission. A three-dimensional 14 degree-of-freedom (dof) beam finite element employing hermitian polynomials to ensure consistent displacement interpolation is proposed. The proposed beam element is implemented in ANSYS as a user-defined element. The convergence test results and comparisons with the refined analyses using a solid finite-element model demonstrate the accuracy of the proposed element. Time-dependent behavior of concrete is calculated using the B3 prediction model and the age-adjusted elastic modulus method. The moment estimation method is adopted to conduct the random analysis, which yields the 95% confidence limits of the structural responses obeying approximately the normal distribution. Application to a full-scale bridge structure shows the efficiency and accuracy of the proposed method and its ability to describe the elastic and time-dependent behavior of a self-anchored suspension bridge with extra-wide concrete girders.

Original languageEnglish (US)
Article number04018083
JournalJournal of Bridge Engineering
Volume23
Issue number11
DOIs
StatePublished - Nov 1 2018

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Suspension bridges
Beams and girders
Concrete beams and girders
Concretes
Describing functions
Degrees of freedom (mechanics)
Normal distribution
Shear flow
Interpolation
Kinematics
Elastic moduli
Polynomials

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

Cite this

Beam Finite Element Including Shear Lag Effect of Extra-Wide Concrete Box Girders. / Zhou, Guangpan; Li, Aiqun; Li, Jianhui; Duan, Maojun; Spencer, B F; Zhu, Li.

In: Journal of Bridge Engineering, Vol. 23, No. 11, 04018083, 01.11.2018.

Research output: Contribution to journalArticle

Zhou, Guangpan ; Li, Aiqun ; Li, Jianhui ; Duan, Maojun ; Spencer, B F ; Zhu, Li. / Beam Finite Element Including Shear Lag Effect of Extra-Wide Concrete Box Girders. In: Journal of Bridge Engineering. 2018 ; Vol. 23, No. 11.
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